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HomeMy WebLinkAboutPlan, Final APPLICANT 6/23/2011BUILDING OWNER 0130 ENTERPRISES LLC .1390 GROSBEAK CT. REDMOND, OREGON 9775G PHONE (541) 954 - 0217 CONTACT: NICK BOYLE5 EMAIL: qualstyapartment5 @q.com ARCH ITECT/PLAN N ER TB ARCHITECTS & PLANNERS/INC 132 EAST BROADWAY, SUITE 200 EUGENE, OREGON 97401 PHONE (54 1) G87 -1010 FAX (5-4 1) G87 -OG25 CONTACT: KRI5TEN TAYLOR EMAIL: ktaylor@tbea-arch.com CONSULTANTS CIVIL & TRANSPORTATION ENGINEERS BRANCH ENGINEERING, INC. 310 NORTH 5TH STREET SPRINGFIELD, OREGON 97477 PHONE: (541) 74G -6637 FAX: (541) 74G -0389 CONTACT: CIVIL: GREG MOWER, P.E. EMAIL: rregm @braacheng�rleering.com TRANSPORTATION: DAMIEN GILBERT, P.E. EMAIL: damien@branchene,3incerin,,j.com LANDSCAPE ARCHITECT SCHIRMER + ASSOCIATES, LLC 375 WEST 4TH STREET, SUITE 201 EUGENE, OR 97€01 PHONE: (54 1) G8G -4540 FAX: (54 1) G8G -4577 CONTACT: CAROL 5CHIRMER, A5LA EMAIL: carol @5chirmera55ociate5.com I d 0 s u m o co M $o Cs C4 a d a D O N ABBREVIATIONS SYMBOLS m <www.. r< w.n - ww�www..www n..��rwwwrwrw�r•wwwwwo. w _ - -_._ - - -. -_ AVG AVERAGE BLDG BUILDING BUILDING STRUCTURE GRID x --- - CB CATCH BA51N COL COLUMN CONC CONCRETE DIM DIMENSION DWG. NQ. X " 05 DOWN SPOUT DETAIL REFERENCES F L EC ELECTRICAL _ SHEET NQ. X ELEV ELEVATION EQ EQUAL EX15T of (E) EXISTING LAND USE KEY NOTE X� FIN FIN15HED MIN MINIMUM OOP OPP051TE LAND USE ADJUSTMENT KEY NOTE X 0 5TRUCT STRUCTURAL 51M 51MILAR T.Q. TOP OF TC TOP OF CURB TOP TOP OF PAVING TO5 TOP OF SLAB TYP TYPICAL UQN UNLESS OTHERWISE NOTED VEY VERIFY W/ WITH NOTE:THI5 L15T 13 INCOMPLETE, VERIFY ABBREVIATIONS WITH ARCHITECT MAIN STREET IM cKENZI£ HWY) PHASED DEVELOPMENT PLAN NTS -, I Tr I- w w rx sn c z tro u7 a L. ..T-B G ARCHITECTS & PLANNERS/ INC,. 132 East Broadway Suite 200 Eugene, Oregon 97401 (541) 687 -1010 Fax (541) 687 -0625 T) TITLE SHEET A55E55OR'5 MAP 17- 02 -33 -32 TAX LOTS _ G200 t G300 CIVIL-- - C I A55E55MENT OF EXISTING CONDITIONS C2 UTILITY FLAN C3 GRADING AND PAVING PLAN OF C4 CIVIL DETAILS BAS DESIGN C5 INFILTRATION BASIN DETAILS ARCHITECTURAL PROJECT DF5CRIPTION: MIXED -USE DEVELOPMENT INCLUDING A RESTAURANT BUILDING AND (2) A I SITE PLAN Two -STORY MULTI - FAMILY RESIDENTIAL A2 CONCEPTUAL FLOOR PLANS BUILDINGS WITH (15) ONE- AND A3 CONCEPTUAL FLOOR PLANS TWO- BEDROOM UNITS. A4 RESIDENTIAL BUILDINGS CONSTRUCTION TYPE: V -B, ALL BUILDINGS FI,ILLY 5PRINKLERED EXTERIOR ELEVATIONS (INCLUDING ALL TRASH AREAS) OCCUPANCY GROUPS: B. M, A, R t S LANDSCAPE L I PLANTING PLAN ZONING D15TRICT: COMMUNITY COMMERCIAL (CC) GROSS PROJECT AREA: TOTAL SITE AREA 1.5 ACRES OR G5,G70 SF TAX LOT G200 AREA 0.84 ACRES OR 3G,GOG 5F TAX Lar G300 AREA 0 -GG ACRES OR 29,064 5F D V'0) bp N VICINITY MAP N.T.S. Fx PROJECT .. �3acttd HeittK ... 1 r"% A Tt l-N i TITLE SHEET PROJECT # 200913 . DRAWN AM CHECKED KTIlEL DATE 06.23.11 SHEET COPYRIGHT 2011 by TBC Architect & Ptarai wrdlnc ..........__.._..._ . . z Uj CC M 0 0 z 0 a_ F_ 0 Uj CL LLJ 0 E Ca 0 cr) CZ) CN E ca ca 10 u) Branch Engineering, Inc. Headquarters Salem/Keizer Office 310 Fifth Street 4310 Cherry Avenue N.E. Springfield, Oregon 97477 Salem, Oregon 97303 (541) 746-0637 (503) 779-2577 www.BranchEngineering.com Civil • Structures • Transportation * Geotechnical - Surveying 1"x ............. Ck C3 A ST Ai A ST CO LZOTA ST C* MNN 1126 ASTER ST CZ BLUESELLE IQWEUM ST RRE BUS STOP HYDR4NT____A 2 &A. Wu Mn RIM=497.70 EX. SD MH RIM=495,97 48" FL (W)=488.52 48" FL (E)=488.60 18" FL (S)=492.43 MAIN SE -24 WW D( MY MH RIM= 496.22 0(. C8 D( CB 21' FL=483.13 .......................... RIM=495.86 R1M=496_20 (PER CITY AS-BUILTS) 8" FL (N)=493.66 J_ ---- -------- --- -21 V1141 -21 WW. ST Ylt41 --------- 71 EXISTING- 6' CONCRETE SIDEWALK -�7 Y _7 4 D(. STORM PIPE FL=494.17 _J 2 EX. C6 RIAH=495.8 8" FL (S)=494.49 12" FL (E) =493.42 18" FL (N)=492.57 ri C> D(IS77MG ROADSIDE DITCH (TO BE REMOVED) % to C 7. ci 4 WOOD FENCE TO BE 61 TO LINK "N CE REMOVED OVER . .... BE R EX, CULVERT OUTLET 4� FL=494.78 r T EX. 8" CULVERT INLET FL=494,79 Q_ EX. WW Mx RIM=496.32 8° FL (N)=484.92 8" FL (S)=484.95 QD DRIVEWAY QC1 TO REMAIN A G '$ I i � I I IX 8* CULVERT Iq 11 1 1 INLET CD FL=495.14 ij x4) C" TAX MAP 17-02-33-32, TAX LOTS 6200 & 6300 < --T -12" W_ LA. WW MH EX Su MH RIM=497.39 RIM=497.33 EXISTING WATER EXIS77NG WATER FL (W)=483.26 FL=489.93 METER TO BE 49,;, ABANDONED METER TO BE .0 ABANDONED 1 112 " G- --- 17.3' __ UIVIVr WA TO BE REMOVED T 21 ST- ST -7 4 T_ SD -48 T �Vw SIIWDANPA Al E3t'. 6" CONCRETE SIDEWA4K oil A -OHP--f < IM009 PUBW 0 <1 BASED ON FLOOD INSURANCE RATE MAP NO. 41039CII62 F, THIS PROPERTY IS rV OUTSIDE THE 100 YEAR FLOOD PLAIN. EX, SO MH SOIL T"jw R)M=497,83 ACCORDING TO THE SOILS SURVEY OF LANE COUNTY. THE EXISTING SOILS ARE AS FL=491.20 FOLLOWS- (, THE SITE IS (119) SALEM-URBAN LAND COMPLEX. THIS SOIL HAS A HIGH WATER TA BL E DEPTH OF > 6. V PROTJMON ,,- , �tl 41 AS ILLUS'IRATED IN THE WELLHEAD PROTECTION AREAS MAP, THIS SITE IS WITHIN ZONE OF CONCENTRATION (99 YR TOT). OVERHEAD POWER ONES TO wit WURSES BE REMOVED THERE ARE NO WATERCOURSES WITHIN 150 OF THIS PROJECT. tK X� f �, LKGDM 4. PROPERTY LINE GRA VEL CONCRETE 4 FENCE CONCRETE FOUNDATION OF FORMER EDGE OF ASPHALT BUILDING • RESIDENCE, E REMOVED CURB OHP OVERHEAD POWER LINE EXISTING CONTOUR LINE -G- GAS LINE RESIDENCE TO BE tL EASEMENT -W- WA TER LINE REMOVED AL SIGN WW WASTEWATER SEWER au 11 E Z C4 LIGHT POLE WITH ARM -ST- STORMWATER SEWER x 4 W POWER PO DECIDUOUS TREE N GUY WIRE - TO REMAIN e OMNI& Ma MAILBOX EXISTING (TO BE REMOVED) EXISTING CONIFEROUS TREE GRAVEL TELEPHONE RISER TO REMAIN CQ WATER METER ELECTRIC BOX WATER VALVE VE EXISTING TREE TO BE REMOVED GAS VALVE 7 - ------ FIRE HYDRANT 28 PAV"'G STORMWA TER MANHOLE ' ;�y 50 WASTEWATER MANHOLE EXISTING CONCRETE PAD (TO CURS INLET BE REMOVED) <<1 CY) -GENERAL NOMS T 1. IN THE CONSTRUCTION OF THE PROPOSED ------ DEVELOPMENT. ALL EXISTING INFRASTRUCTURE Q: AND LANDSCAPING WILL BE REMOVED FROM jj THE TWO PROJECT SITE PROPERTIES. WITH THE EXCEPTION OF THE EXISTING 4' CEDAR TO METAL 50 WIRE REMAIN. GATE FENCE 6' WOOD FENCE tin >( 11�L GRAPHIC SCALE 20 0 10 20 40 IN FEET ARCHITECTS & PLANNERS / INC 132 East Broadway Suite 200 Eugene, Oregon 97401 (541) 687-1010 Fax (541) 687-0625 ........... #53,800 ofy R15-GON 4 � 9 0 y EXPIRES: DECEMBER 31, 2012 ASSESSMENT OF EXISTING CONDITIONS PROJECT # 09-159 DRAWN ARS, CHECKED GAM DATE 6/23/2011 SHEET 000PYRIGHT 2011 by TDC Archhedh Planneriinc I: z < W CHECKED PROPERTY LINE EM WATER METER C14 FENCE U I 0 z CURB (L ,489,0, 0 EEA DOUBLE CHAMBER CATCH BASIN F- M DITCH INLET (ODOT TYPE D) SIGN} SINGLE CHAMBER CATCH BASIN LIGHT POLE WITH ARM • LANDSCAPE AREA DRAIN Uj POWER POLE EF31 CURB INLET GUY WIRE 0 WATER LINE E MAILBOX 0 WA TER LINE ID TELEPHONE RISER WW- WASTEWATER SEWER Ez WATER METER -ST- LU 10 0 E 11 M C�$ C-4 0 Lb GAS VAL VE FIRE HYDRANT CD C%j Cj ni C,4 U) a E 0 M CURB INLET GRAVEL oa ca U) CONCRETE 42 Branch Engineering, Inc. Headquarters Salem/Keizer Office 310 Fifth Street 4310 Cherry Avenue N.E, Springfield, Oregon 97477 Salem, Oregon 97303 (541) 746-0637 (503) 779-2577 www.BranchEngineering.com Civil * Structures • Transportation + Geotechnical • Surveying -21 VMV CONSTRUCTION NOTES: SPRINGFIELD UTILITY BOARD (S.O.B.) TO MAKE WATER SERVICE CONNECTION To EXISTING MAJNLINE. SUB TO INSTALL. WATER LINE (SIZE AS SPECIFIED ON PLANS) FOR FIRE HYDRANT, FIRE SUPPRESSION AND DOMESTIC WATER USE (D CONNECT TO EXISTING WASTEWATER LATERAL PER CITY OF SPRINGFIELD STANDARDS AND REQUIREMENTS. EXISTING WASTEWATER LATERAL SHOWN APPROXIMATE VERIFY LOCATION, SIZE AND DEPTH. FIELD TO EXISTING STORMWATER LATERAL PER CITY OF SPRINGFIELD STANDARDS (.�..� AND REQUIREMENTS EXISTING STORMWATER SHOWN APPROXIMATE, FIELD VERIFY LOCATION, SIZE AND DEPTH. FURNISH AND INSTALL 3" WASTEWATER. PIPE BEDDING AND BACKFILL, PER TRENCH DETAIL 5, SHEET C4. FIRE BUS STOP HYDRQff FURNISH AND INSTALL 4" WASTEWATER PIPE OR MATCH EXISTING PIPE BEDDING AND BACKFILL, PER TRENCH DETAIL 5, SHEET C4. FURNISH AND INSTALL 4" STORMWATER PIPE. PIPE BEDDING AND BACKRLL, PER 4. TRENCH DETAIL 5, SHEET C4. WW MH EX. -12" W_ FURNISH AND INSTALL 6- STORMWATER PIPE. PIPE BEDDING AND BACKFILL, PER RIM=497. 70 TRENCH DETAIL 5 SHEET SHEET 7T rA D(. SO MH Rthf=495.97 48- FL (W)=488.52 48" FL (E)=488.60 Qrl� 18" FL (S)=492.43 SRE I _t. Yi vy C> EX. WW MH ca Rlhf=496.22 EX. CB D(. CB 21' FL=483.13 RIM=495.86 RIM=496,20 (PER CITY AS-BUILTS) 8' FL (N)=493.66 70 '9 L6 -21 WW EXISIRNG 6' CONCRETE SIDEW" o. EX. C6 RIM=495.87 8- FL (S)=494.49 J i 12- FL (E)=493.42 21 18" FL (N)=492.57 12 RIM=496.29 8" FL "E) =49 - 00, _ 12" (W) 4 -Pi C, 5 A 23 4 rt EX. CULVERT OUTLET F1=494,78 FURNISH AND INSTALLS STORMWATER PIPE. PIPE BEDDING AND BACKFILL, PER TRENCH DETAIL 5, SHEET C4. T r FURNISH AND INSTALL CLE4NOK PER DETAIL 11.. SHEET C4. _=_-24" WW- -------- 1100 FURNISH AND INSTALL DOUBLE CHAMBER CATCH BASIN WITH FOSSIL FILTER INSERT, D(. WW MH fX. • SD MH PER DETAIL 6, SHEET C4. RIM=49Z39 Wi=497.33 FL (W)=483.26 FL=489.93 FURNISH AND INSTALL SINGLE CHAMBER CATCH BASIN, PER DETAIL J, SHEET C4. DIRECT OUTLET PIPE TO INFILTRATION BASIN. G- -4 112 " G- FURNISH AND INSTALL DETENTION STRUCTURES, PER DETAILS I AND Z SHEET C5. - - .21 WW- W PROPOSED CURB INLET. PER CITY OF SPRINGFIELD STANDARD DETAIL #4-21. TO BE ­48" ST- -48 ST- DESIGNED UNDER PUBLIC IMPROVEMENT PLANS. 8D -4817 at 60" CONCRE ff SQ�," C7 7 4 FURNISH AND INSTALL AREA DRAW (JR SMITH MODEL 2110 FLOOR AREA DRAIN WITH kj! It _0HP_[ OUTLET) FURNISH AND INSTALL J" SCHEDULE 40 COLD WATER P-TRAP PRIMER -- -- --- -- --- - -- - `� -- -- Q / LINE. COORDINATE WITH PLUMBING PLAN, PER DETAIL 9, SHEET C4. 0 14 FURNISH AND INSTALL SCHEDULE 40 PVC WATERLINE SIZE PER PLAN. < D APPROXIMATE WATER METER LOCATION. COORDINATE WATER SERVICE AND METER SIZE x WITH S.U.B. U RIM=497.83 X FURNISH AND INSTALL BACK FLOW PREVENTER UTILITY VAULT. BACK FLOW PREVENTER FL=491.20 TO BE SPECIFIED. INSTALL BY DESIGNIBUILD CONTRACTOR. 17 FURNISH AND INSTALL LANDSCAPE AREA DRAIN, NOS 6)(6"X4*" SQUARE GRATE AND ADAPTOR (MODEL 640) OR APPROVED EQUAL. INSTALL PER MANUFACTURER'S SPECIFICATIONS. 4" STORMORAW CONNECTION TYP. CONSTRUCT VEGETATED INF7LTRATION BASIN, PER DETAIL 1, SHEET C5. CONST RUCT VEGETATED INFILTRATION BASIN, PER DETAIL Z SHEET C5. `' --n =496.00.1":_, S.U.B TO INSTALL PUBLIC FIRE HYDRANT. CONTACT SU13 FOR INSTALLATION. -SW B PROPOSED 12" STORM WATER PIPE, To BE DESIGNED UNDER PUBLIC IMPROVEMENT PLANS. C) �7 23 PROPOSED 150 WAIT HPS STREET LIGHT AT 30 MOUNTING HEIGHT TO BE DESIGNED } ya�i P ejFr UNDER PUBLIC IMPROVEMENT PLAN. o D7 N FL=4. 96.25 MIA Inn . I.,. r :::: -, n {A I � \\\\ %. i I I'll, ------ -_ TAX MAP 17-02-33 -32. TAX LOTS 6200 & 6300 EXISTING 09-159 PROPOSED ARS CHECKED PROPERTY LINE EM WATER METER FENCE BACKFLOW PREVENTER EDGE OF ASPHALT WASTEWATER AREA DRAIN CURB CLEANOUT ,489,0, CONTOUR LINE EEA DOUBLE CHAMBER CATCH BASIN EASEMENT M DITCH INLET (ODOT TYPE D) SIGN} SINGLE CHAMBER CATCH BASIN LIGHT POLE WITH ARM • LANDSCAPE AREA DRAIN POWER POLE EF31 CURB INLET GUY WIRE W WATER LINE EM MAILBOX _FL WA TER LINE ID TELEPHONE RISER WW- WASTEWATER SEWER Ez WATER METER -ST- STORMWATER SEWER 10 ELECTRIC BOX 11 BUILDING WATER VAL VE GAS VAL VE FIRE HYDRANT MANHOLE if MANHOLE CURB INLET GRAVEL CONCRETE OHP - OVERHEAD POWER LINE - -G- - GAS LINE - -W- - WATER LINE - WW, - WASTEWA TER SEWER - -ST- - STORMWATER SEWER j - EXISTING DECIDUOUS TREE TO REMAIN Z > GRAPHIC SCALE EXISTING CONIFEROUS TREE 20 0 10 20 40 TO REMAIN IN FEET TBG ARCHITECTS & PLANNERS INC 13 2 East Broadway Suite 200 Eugene., Oregon 97401 (541) 687-1010 Fax (541) 687-0625 PR <(1 53$8001---p 0 6) GON 9 OR y A. . Expws. DECEMBER 31, 2012 PROJECT # 09-159 DRAWN ARS CHECKED CAM DATE 6123/2011 SHEET C2 COPYRIGHT 2011 byISC Architect & PEanne inc x t- -< Z co wU 0z 0 U� U3 z c4 0 CL Ck Uj C2 4 E 0 N E 0 ca M 0 0 > Branch. Engineering, Inc. Headquarters Salem/Keizer Office 310 Fifth Street 4310 Cherry Avenue N.E. Springfield, Oregon 97477 Salem, Oregon 97303 (541) 746-0637 (503) 779-2577 www.BranchEngineering.com Civil * Structures • Transportation • Geotechnical - Surveying EX. SD MH F RIM=495.97 EX. CB RIU=45 8" FL 12" FL 18" FL U. CU OUILET FL=49S EX. 8" INLET FL=49� U. " RIM=46 80 FL 8' F1 T. ........ Aj 4 D(. WW MH RIY=49Z70 CONSTRUCTION NOTES: 0 CONSTRUCT VERTICAL CURB. PER DETAIL 1, SHEET C4. nRE BUS STOP HMRANT (D CONSTRUCT ASPHALT PAVING. PER DETAIL 2, SHEET C4. CONSTRUCT CONCRETE SIDEWALK. PER DETAIL 4, SHEET C4. Jf .1 Q J4 CONSTRUCT CURB ENDING TRANSITION FROM 6- EXPOSURE TO 0- EXPOSURE OVER -A, 19" PER nFuu " S14T rA TAX MAP- 17-02-33-32, TAX LOTS 6200 & 6300 7 GRAPHIC SCALE 20 0 10 20 41411 IN FEET PROJECT # 09-159 DRAWN ARS CHECKED - GAM DATE 6/23/2011 SHEET COPMG102011by7BCArt:lfdt,d&Ptannerjtnc CONSTRUCT 12" WIDE CURB OPENING WITH J'XJ' RIP RAP PAD. Q6,) CONSTRUCT RAISED CONCRETE CROSSWALK PER DETAIL 4 SHEET C5. CONSTRUCT COMMERCIAL DRIVEWAY APPROACH WITH CURBSIDE SIDEWALK PER CITY OF SPRINGFIELD DETAIL 13-22. CONSTRUCT ADA RAMP, PER DETAIL 12 OR 13, SHEET C4. U. WW MH RIM=497 J9 D( SD MH iiJ =49733 CONSTRUCT 6VIDE X 12" DEEP X LENGTH SHOWN CONCRETE EDGING FLUSH WITH (D FL (W)=483.26 FL=489.9J FINISHED GRADE FOR TRANSITION FROM PAVERS TO ASPHALT PAVING 49;,o CONSTRUCT 2" WIDE CONCRETE VALLEY GUTTER PER DETAIL 5., SHEET C5. CONSTRUCT PERVIOUS PAVERS SURFACE. PROPOSED STREET IMPROVEMENT TO BE DESIGNED AND CONSTRUCTED UNDER PUBLIC IMPROVEMENT PLAN SD E.W " 4 4. 0001M GRADE TO DRAIN TO LANDSCAPE AREA DRAINS. EX. SD MH :498.15 RIB- 497.83 SrrE I,iATA C.-49Z65 V FL=491.20 "D Fm CUT: 250 CY t > FILL: 150 CY t co 2i 11. LEGEND X, M-498. 10,, EXISTING PROPOSED C.-49Z60 PROPERTY LINE CURB FENCE 4 TC.-49778 AC :497 "K, EDGE OF ASPHALT 431.30 PROPOSED SPOT ELEVATION CURB 489.0, CONTOUR LINE AC TOP OF ASPHALT 2. TC.-49Z85 EASEMENT C TOP OF CONCRETE AC.-49Z85 SIGN TC TOP OF CURB LIGHT POLE WITH ARM DRAINAGE FLOW ARROW POWER POLE 0 C 49Z85 Ns\ 69Z85 BUILDING GUY WIRE MAILBOX TELEPHONE RISER BFV Ew WATER METER T-49 C. 7.W C. 10 ELECTRIC BOX A -49ZO WATER VALVE 7.401. E) GAS VALVE C-11 4� FIRE HYDRANT MANHOLE MANHOLE 280 PAYING CURB INLET 50 �?AV GRA VEL CONCRETE /A L C�\ BUILDING OHP OVERHEAD POWER LINE CF) GAS LINE V- -W- WATER LINE WW- WASTEWATER SEWER Fw-1 "ry ST- STORUWA TER SEWER X x EXISTING DECIDUOUS TREE TO REMAIN 13 t z EXISTING CONIFEROUS TREE TO REMAIN TAX MAP- 17-02-33-32, TAX LOTS 6200 & 6300 7 GRAPHIC SCALE 20 0 10 20 41411 IN FEET PROJECT # 09-159 DRAWN ARS CHECKED - GAM DATE 6/23/2011 SHEET COPMG102011by7BCArt:lfdt,d&Ptannerjtnc to PROVIDE 1 1/2" DEEP • Cj 4 CONTROL JOINT 4 " TNCK P.Co WITHIN 0 V. SET RIM FLUSH All AT 6�-O" MAX CONCRETE SIDEWALK OUTSIDE UNDISTURBED PAVED AREA PAVED AREA SOIL 0 TO FINISHED GRADE CONSTRUCT JOINT WITMN STN BROOM FZ1WSH ­4 C#2 0% A 16 HOURS OF POUR -------- - - - - -- -------­----------------- 7 b.0 Ir OF 112 DENSE ---------­------------------- z------------------ LEVEL 2 HMAC PAVING COMPACT 314 �-O HEAVY DUTY ------­----------------- r* fto Cv cy STRAIGHT CURB SECTION a4CKnLL IN 8' Uffs CLASS Pv 3,500 PSI (COMPACT TO 91% REIA77VE BICYCLE-PROOF PAVING CONCRETE. COMPACTION RICE) AROUND CATCH BASIN GRATE 0 (,2") .314"40) CRUSHED ROCK. STRUCTURE 6#1 . ... ..... C#:' MINIMUM SIDEWALK OR r - ------- - ------------- COMPACTED AT 94 COMPACTED -J Q5 ----------- NA TI VE _cr TOP SOIL RELATIVE COMPAC77ON MODIFIED PROCTOR 19ACKFILL 14 b.0 e4 6 X.- COMPACTED 3142 -0 iu CRUSHED ROCK 4 —OUTLET PIPE COMPACTED SUBGRADE \,\> \Ix X,\/; _�4- h °�. t� ` ��f!'~` Y f'`; ; �,, ��Y� %�.�.,�f�� r ; � ``,,.- ��,,,�'`�.i (SEE PLANS FOR AS PER 60-TECHAffCAL, jig, 4 El >-�',. � � a /* SIZE AND DEPTH) OBSERVATION 3 MIN, V v E *I- "FERINICOOrs BEDDING cis CN CONNECTOR 12" 3141�-(0) CRUSHED co SIDEWALK SEC77ON 6 MIN. SCAL& MT.a x� ROCK, COMPACTED AT 957o N RELATIVE COMPACTION to, PROVIDE TRACER CER WIRE X AS REQUIRED PER GREASE TRAP t MODIFIED PROCTOR LOCAL CODE. • WITH HINGED COMPACTED SUBGR40E SITE PAVING (SLOPE TO Aq AS PER GEOTECHNICAL CLEANOUT LID 611 MIN. A DRAIN PER GRADING OBSERVATION. & PAVING FLAN) PIPE SIZE AND TYPE r, moll SUB -GRADE COMPACTED CRUSHED ROCK UNDISTURBED SOIL OR 3" MINIMUM COMPACTED 3143!-0 PER PLANS ENGINEERED FILL CRUSHED ROCK BEDDING UNDISTURBED SU86RADE "GIBSON STEEL" OR "LYNCH" NOTE., GM= DETAR NOTES: MANUFACTURED 10 GA. ASPHALT DIPPED AT CONTRACTOR'S OPTION, MULTIPLE UTILITIES MAY BE LOCATED IN THE STEEL CATCH BASIN 24'sx24" SAME TRENCH. CONTRACTOR SHALL VERIFY AND COMPLY WITH LOCAL 1. CIVIL DETAILS ARE AND STATE CODES ON UTILITY SEPARATION REQUIREMENTS. HORIZONTAL CONCEPTUAL AND MIGHT UNLESS OTHERWISE NOTED ON PLANS 6* SEPARATION BETWEEN JOINT TRENCH UTILITIES SHALL BE 12' OR CHANGE A T THE TIME OF 121 GREATER. BUILDING PERMIT SUBMITTAL. ALL CHANGES WILL COMPLY WITH RELEVANT CODE VERTICAL CURB DETAIL AC PAVING SEC77ON SAWGLE CH"BER CATCH BASEV C URB ENDING TYPICAL TRENCH DETML STANDARDS. SCALES ALT.S. SCALE, MT.& SCALEs UT.SL SCALE* MT.& SCALS& ItT.8, BICYCLE-PROOF RIM TO /NV= 1.2' USE AAGHTO U-248. TYPE N, 4" THICK CONCRETE 8" ROUND GRATE a4v REMOVABLE GRATE NOTE NON STANDARD SIGN I-CONCRETE ALKYO-RESW TYPE SLAB OR PAVERS OIL & GREASE WHEEL STOP (OR APPROVED ALTERNATE). 3" SEWER AND DRAIN RISER PIPE 02' LOCKABLE COVER RIM TO INVERT DIMENSION TYPICAL TO A MINMUR WET FILM CONCRETE WHEEL STOP FIL TRA TION SYSTEM THICKtESS OF 15 MILS (0.4MM) - WHERE SHOWN ON PLAN to 0.9 4— 1> CURB 17,7777.1 11 d PARKING WITH DAM. -081 6' TYP. Dir DISABLED PERMIT ONLY TYPICAL 61 P11 9- — VIOLATORS SUBJECT TO (SEE TOWING UNDER 311 TO 31' SEWER PLAN) 21 TYP. `v/ ORS 811.620 C1 co CC \\-4" STRIPE AND FINE UNDER 4" STRIPE AND DRAIN REDUCER TYPICAL ORS 811.615 TYPICAL "FERNCO" ca agn VAN C HUBBLESS ACCESSIBLE 24 31 TRAP 3" SEWER AND DRAIN PIPE <\ CONNECTOR PRIMER FITTING TRUNCATES DOW W R 114" BEND SEWER AND HEELCHAI DRAIN ELBOW USER ONLY y, DETAIL 6" SQ. GREASE CM SEWER AND DRAIN P-TRAP TRAP WITH HINGED '91 CLEANOUT LID SIGNAGE AT HEAD @ @ @ OF EACH SPACE. qqz "GIBSON STEEL" OR "LYNCH" �PAVEMENT STENCIL WHITE, U MOUNT BOTTOM OF @ UNDISTURBED SOIL OR 3 11 MINIMUM MANUFACTURED 10 go. STEEL CATCH BLUE BACK6ROUND AND BLUE- SIGNS AT 84" +/- 3" _041 9�_Olp ENGINEERED FILL BEDDING BASIN 24"x24"06"D PAINTED CURB OPTIONAL A90VE PAVEMENT AT COMPACT SPACE' STANDARD SPACE COMPACTED CRUSHED ROCK moo RAMP WIDTH ft EYE: LEVEL} COLOR: VAR SAFETY YELLOW CURB ROUND GRATE WITH SEIM AND DRAN ELBOW I RAW TEXn)RE PATTERN DETAL DOUBLE CLE4MBER CATCH BASIN DISABLED PA RIUNG SPACE DETAIL P ARIMVG SPACE DETAIL ROUND ARE4 DRAIN DETAIL TR UNCA TED D OME SCALE= UT.S. (DSCALEr MT.S. SCALS# MT.&. SCALEr ALT.a SCALE# ALT.8, 2' 4-314' 3146 GUTTER GUTTER ---112* X 2-112' NO LIP NO LIP RIM. EDGE FLAT: BARS SIZE PER PLAN SEE PLANS MAX A SZ MA)(. L A (Typ .14 (Typ RISER 0. D. -A -A CAST IRON FRAME AND US 112 MIN. FINISHED SECTION A SEC TION A COVER - ADJUST TOP TO GRADE MATCH FINISHED 2 MIN. GUTTER CC GRADE GUTTER --,or .& NO LIP 77 -1 NO LIP - - - - - - - - - - - t ---- -------- - --- FL. (SEE PLANS)---I 3" X2-112" X318" ANGLE 7 J� 2 12 J.4 SECTION A -A 9 SECTION A -A PROVIDE 114 CLEARANCE st BETWEEN CONCRETE PAD 2 14 HOOP TH MONOLITHIC CURB TH MONOLITHIC CURB 21 3# _T AND RISER PIPE. MIN. r ;4 CENTERED IN SIDEWALK SIDEWALK MIN. COMMERCIAL GRADE 24* 20 3-318' j FRAME PLAN MECHANICAL PLUG CONCRETE PAD 6#1 (WITHIN TRAFFIC 36, 3' 3-318 COMPACTED 314-"-0 AREAS ONLY) 4= Slope 2X max. CRUSHED ROCK PY fi,� J-1 J, SECTION A A SECTION 8 2 Slope 8.332 max. Z_ 77 X.%\ V Slope 2z max. . . .. 7.7 77 77-777— 73 518 X3 BOLT ___4 Truncated dome detectable warning surface 2-112 2 EACH END B Slope 8.339 max. may% NOTE: eli4 04' MIN. LANDING r. 4 ANCHORS MAX 318* CROSS BARS SHALL BE 0 Truncated dome detectable warning surface FLUSH WITH THE GRATE 114 A SURFACE AND MAY BE FILLET 3 A A WELDED, RESISTANCE WELDED FRAME SECTION OR ELECTROFOR6ED TO BEARING BARS. I'tilOW • 421 3' 10 11 �f to I i'. 11 1 fe 11 I)f 'A 4 4 A 4% 518' X2-2112' 80. ............................ 4 . . ................................... SLOPE SQ. EDGE FLAT BARS i ..... I ............................. .......... I ............................. EDGE FLAT BAR ................... I ....... . . . A . .. ................................ 1. ..... .................. .......... ... ........................................... 4 ...................................... ........................................ -a4 ................ .. .... I ............ "A .... ....................... .................. 4 ............... ................ I ............ ........ .... .. .................. ........... .... ........... 'A . . .............. A BEDDING (SEE TYPICAL ......................... 5181, X2-112" X30, ................. ........................ ....... ............................ ... ....... ........... .., .. . ......... SQ ................ I _�, . ............ EDGE FLAT T BARS 1­ .......... k 44j - - _i� ............... �_7� ;�.i �.q n!Ai� TRENCH DETA v ......... ............. ................. ........ ...... ..... 10 J-1 .................................... .............. .......... .......... * . . . ... :, .......... 777/ .......................... ......... ........... I ................. I .......... .......... *­* ............... ... ......... ............................................. .......................... 'q r. 4 < -,4 � .,i 4 .............. : .. .. ......................................... ....................... ... ... ...... I ........................... ............. . ..................................... UNDISTURBED ..... ... ......... ................................. ... ............... NOTE: SUBGRADE ...... ...................... . • G PLAN 1. CASTING SHALL MEET HS20 LOAD REQUIREMENTS. ..... 4 SPACING 3" O.C. 2' 84 2. PROVIDE RISER SIZE AND MATERIAL TO MATCH CARRIER PIPE. (41P MAX SIZE) 3/160 3. ALL CONCRETE SHALL BE COMMERCIAL GRADE CONCRETE. A 518 4. PROVIDE TRACER WIRE AS REQUIRED BY LOCAL CODE. WIDTH OF APPROACHING NOTES: SIDEWALK 1. CONCRETE STRENGTH SHALL BE COMMERCIAL GRADE CONCRETE. SCALE FROM PLANS 2. G-2 GRATES MAY BE USED IF APPROVED BY THE ENGINEER. PERPENDICULAR CURB RAMP 3. CATCH BASIN, FRAME. AND GRATES SHALL MEET H2O LOADING. GRATE SECTION LL,_L 4. INSIDE FRAME DIMENSIONS: 2' 3-318*X 2' 8-112'. TYPE I PLAN 2, 0) 7TPE-D CATCH BAS iN TYPICAL C19"O UT ADA CURB RAW DETAIL "A CURB RA" DET" SCALE* ALT.a SCALES UT.a SCALE* MT.& SCALEs UT.& ARCHITECTS & PLANNERS / INC 132 East Broadway Suite 200 Eugene,, Dreg ©n 97401 (541) 687-1010 Fax (541) 687-0625 R g #53,800 0 EGON vG 4yq?.% p� ��' 0/)/r , , �� ,y At. ExPiRES: DECEMBER 31, 2012 CIVIL DETAILS PROJECT # 09-159 DRAWN ARS CHECKED CAM DATE 6/23/2011 SHEET Q COPYMHT 2011 by TBG Ambited & PlannerOnc CL 0 0- 2 (n (1) Uj 0 E rn co 0 LO Cn C3 CD� C14 43 E co a rn NO- Cn FRAME & CRATE RIM 496.0 BA51N TOP=496.50 3:I SIDESLOPE FRAME MTE OVERFLOW 496.00 RIM 494.5 PLACE 3'X3' 6`X6` TEE PLACE 3'X3' CLASS 50 CLASS 5 RIPRAP PAD THICKENED WIN BOTTOM=494.00: RIPRAP AT CURBCUT XJ' EDGE SIDEWALK F PLACE J' CUR8CUT CLASS 50 FRAME & GRATE RIPRAP PAD AT RIM 495.00 6N \-6* PVC PIPE FL =494.50 FG=496. FG=A06. '1' -'CURBCUT' CURBCUT UT i CURBCUT I SIDESLOPE 9625 25 OVMLOW 496.25 6X6" TEE I' CURBCUT I' CURBCUT - —BOnVM 4-44.75 49 FG-496.25 6- r�v PIPE PIPE W WH FG=496.25 x A 95.25 11 *- 1 112" MA ORIFICE 494. 5..OT-A A ODOT TYPE D INLET 4. 44 7 4 6* PVC PIPE—j t I INFILTRATION BASIN B 6" 1E 494.75 BASIN A DESE NTION OUTLET S77?UCTURE ................... PLACE 3X3 CLASS 50 PIPE CAP WITH MT.& RIPRAP PAD AT 1 1/2*Dlk ORIFICE \—ODOT TYPE D INLET CURBCUT ...... .. . U 1,00,11101 110, 1*11 LANOSCAPING PER gpgPPdPOaOP PQO P: .. JkaODU ^p 00004q O: BSEV B DETEN77ON LANDSCAPING PLAN:. O U71ET S7N CTURE 11 U MT.a 'top TRASH AREA U —8" ST NOTES. GRAPHIC SCALE F1.1". I THE VEGETATED INFILTRATION BASIN SHALL BE FULLY VEGETATED 10 0 5 10 20 E3 WITH ALL VEGETATION SPECIES ESTABLISHED PRIOR To ISSUANCE OF FINAL BUILDING OCCUPANCY. ALTERNATELY, IF THIS CONDITION 1 y CANNOT BE MET DETENTION N FEET THE APPLICANT SHALL PROVIDE AND MAINTAIN S -RUCTUR, -.-S RETAINING WA L-L. SEE DETAIL 6 ADDITIONAL INTERIM EROSION CONTROL /WATER QUALITY MEASURES )EE• DEL Q ACCEPTABLE TO THE PUBLIC WORKS DEPARTMENT, THAT WILL THIS SHEET SUFFICE UNTIL SUCH TIME' AS 774E SWALE VEGETATION BECOMES ABO IE 96— VIE W FULLY ESTABLISHED. THE INTERIM EROSION CONTROL MEASURES 95 SCALEs Is -v1O' SHALL BE IN ADDITION TO THE REQUIRED PLANTINGS FOR THE SITE. -1--494— INFX7RA770N 2• INFILTRATION BASIN SHALL BE PROTECTED FROM CONSTRUCTION BASIN A EQUIPMENT DURING SITE IMPROVEMENT AC77VITIES. I' WIDE CURB CUT 1 WIDE CURB CUT P WIDE CURB CUT 1' WIDE CURB CUT BOTTOM 494.75 RETAINING WALL /CURS RETAINING WALLICURB THICKENED AC AC EDGE SIDEWALK AC RETAINING WALL /CURB RETAINING WALL /CURB 96 18" GROWING MEDIUM (J WAY MI A A S0DILOAMICOMPOST) DETENTION STRUCTURES—/ 18- GROWING MEDIUM (3 WAY MIX SANDILOAMICOMPOST) 95 MUST HAVE 2 INIHOUR INFILTRATION RATE SEE DETAIL ABOVE MUST HAVE 2 INIHOUR INFILTRATION RATE -�-494 B07TOM 494.75 RETAINING WA! MINIMUM 18- OF 1-112- WASHED DRAIN ROCK 'MINIMUM 18" OF 1-112" WASHED DRAIN ROCK INFILTRATION SEE DETAIL 6 DRAIN ROCK MUST INTERFACE MIN NATIVE BAR RUN DRAIN ROCK MUST INTERFACE WITH NATIVE BAR RUN BASIN A THIS SHEET -. SEC77O�1i B-�-B PLACE 3X3' ISEC770N A wwA CLASS 50 N. T. S. RIPRAP PAD AT GRAPHIC SCALE N.T.S. STORM OUTTALL 10 0 5 10 20 """�SINGLE CHAMBER CATCHBASIN IN FEET PLAN VIEW INFILTR64TION BASIN B PLAN AND SEC77ON SCALE, 1 -10' (DSCALE, AS NOTED TOP OF POND: 496.50 RETAINING WALL HEIGHT=2.81 CONSTRUCTION CONTRACTION GEWMW DffA& NOTES: Q AC VERIFY COLOR, JOPVT AT 0-0" MAX. JOINTING OR STAMPED x I. CIVIL DETAILS ARE BOTTOM= PATTERN WITH CONCEPTUAL AND MIGHT 494.00 6 1.5" CL. (7YP. CHANGE A T THE TIME OF ARCHI L SHEETS. TOP AND BOTTOM} (3) DIA. SMOOTH DOWEL BUILDING PERMIT SUBMITTAL. THICKEN AC EMBED 6' MIN. GREASE ONE AT EDGE TO ALL CHANGES WILL COMPL Y 18" GROWING MEDIUM (3 WAY MIX: WITH RELEVANT CODE 12 SIDE OF DOWEL -1/ FULL DEPTH SANDILOAMICOMPOST) MINIMUM 18" OF 1 2" WASHED DRAIN ROCK OF CONCRETE MIN ROCK MUST INTERFACE WITH NATIVE 134R RUN STANDARDS. MUST HAVE 2 INIHOUR INFILTRATION RATE 2 LAYERS 6x6x10 WWM-1 (TYP.) SE! C770N A --mA 8 TL 6' 4 2) HOLD HORIZONTAL REINFORCING 1 6 H- 21 BACK FROM JOINTS �AV :DD CURB UT 5 N. T. S. SECMV &,a 0 #4 HORIZONTAL CURB BARS. (CONTINUOUS) 314'-N COMPACTED GRAVEL TO 95X MODIFIED PROCTOR DETENTION STRUCTURES WF�) zo 7 #4 DOWELS 112" CHAMFER RELATIVE COMPACTION. RETAINING CONCRETE SIDEWALK SEE DETAIL ABOVE TOP OF POND.- 496.50 WALL BOTTOM 494.00 AC 2.5± 18" GROWING MEDIUM (3 WAY MIX. 18" GROWING MEDIUM (3 WAY MIX.- SANDILOAMICOMPOST) SANDILOAMICOMPOST) MUST HAVE 2 INIHOUR INFILTRATION RATE 6" STORM PIPE MUST HAVE 2 INIHOUR INFILTRATION RATE MINIMUM 18" OF 1-112" WASHED DRAW ROCK MINIMUM 18- OF 1-112" WASHED DRAIN ROCK DRAIN ROCK MUST INTERFACE WITH NATIVE BAR RUN DRAIN ROCK MUST INTERFACE WITH NATAE BAR RUN EC77ON' B-B N. T. S. AT 18'&c a 3' AC PA VING 7" THICK CONCRETE PAVEMENT ASPHALT 3500 PSI FIELD STRENGTH CONCRETE k CE AS SPECIFIED 2' Ic 314 co zo ; hil -0 #4 LONGITUDINAL BARS, (CON7NUOUS) 15 REBAR 61#-3FD(ROCK 0-- CON77NUOUS 20 CRUS IOn M/At 314" 19 22" CLR. CRUSHED ROCK COMPACTED TO WALL HEEL T YP. E--4 0 :11 94X MODIFIED PROCTOR 1/ " FOOT RELATIVE COMPACTION. 1:00 A WIDTH M WTE8 WITHIN 2' HORIZ. OF RETAINING WALL FACE, -A 01 r- q S Z5 - r.- 0 P2 LIMIT COMPACTION EQUIPMENT TO "JUMPING JACK" OR WALK-BEHIND COMPACTOR, 0 -•-- �? . C:, MAXIMUM 4" LOOSE LIFT. Z tw -tv cn NOTES. USE GRADE 60 REINFORCING BARS. Slope 2X max. CONCRETE COMPRESSIVE STRENGTIP 3500 PSI bX 1. SLUW 4' t: 1121 THE VEGETATED INFILTRATION BASIN SHALL BE FULLY VEGETATED WITH ALL VEGETATION SPECIES ESTABLISHED PRIOR TO ISSUANCE OF WATER CEMENT RATIO. 0.48 OR LESS FINAL BUILDING OCCUPANCY. ALTERNATELY, IF THIS CONDITION CANNOT BE MET, THE APPLICANT SHALL PROVIDE AND MAINTAIN 40 Slope 8.339 max. to z- 9 ADDITIONAL INTERIM EROSION CONTROLIWATER QUALITY MEASURES ACCEPTABLE TO THE PUBLIC WORKS DEPARTMENT,, THAT WILL r- w =4 SUFFICE UNTIL SUCH TIME AS THE SWALE VEGETATION BECOMES FULLY ESTABLISHED. THE INTERIM EROSION CONTROL MEASURES Truncated dome detectable warning surface in xi ................ ................. SHALL BE IN ADDITION TO THE REQUIRED PLANTINGS FOR THE SITE. compliance with 2007 OSSC Section 1109-16 tw k 2. INFILTRATION BASIN SHALL BE PROTECTED FROM CONSTRUCTION EQUIPMENT DURING SITE IMPROVEMENT ACTIVITIES. Cn 1z P-4 4> '064 iWPA%TJMTI0N BAS M A PLAN AND SECTIONS RAISED CROSS WALK CONCRETE VALLEY G CONCRETE CAN77LEVER RETAINDW WALL 1-4 Uzi SCIUX( AS N07ED 8CALEt At T.8. SCALE# MT.& SCALE# 112" -4'-0* TBG ARCHITECTS & PLANNERS / INC 132 East Broadway Suite 200 Eugene, Oregon 97401 4541 687-1010 Fax (541) 687-0625 PR #53,800 REGON - 6 V)? y EXPIRES: DECEMBER X, 2012 PROJECT # 09-159 DRAWN ARS CHECKED GAM DATE 6/23/2011 SHEET 000PYMM 2n) 1 by TOG Axhitea & Mnnerdiric WNUKtit WALK IM4 2 12 -1:12 -iMAX,� 'MAX AT 18'&c a 3' AC PA VING 7" THICK CONCRETE PAVEMENT ASPHALT 3500 PSI FIELD STRENGTH CONCRETE k CE AS SPECIFIED 2' Ic 314 co zo ; hil -0 #4 LONGITUDINAL BARS, (CON7NUOUS) 15 REBAR 61#-3FD(ROCK 0-- CON77NUOUS 20 CRUS IOn M/At 314" 19 22" CLR. CRUSHED ROCK COMPACTED TO WALL HEEL T YP. E--4 0 :11 94X MODIFIED PROCTOR 1/ " FOOT RELATIVE COMPACTION. 1:00 A WIDTH M WTE8 WITHIN 2' HORIZ. OF RETAINING WALL FACE, -A 01 r- q S Z5 - r.- 0 P2 LIMIT COMPACTION EQUIPMENT TO "JUMPING JACK" OR WALK-BEHIND COMPACTOR, 0 -•-- �? . C:, MAXIMUM 4" LOOSE LIFT. Z tw -tv cn NOTES. USE GRADE 60 REINFORCING BARS. Slope 2X max. CONCRETE COMPRESSIVE STRENGTIP 3500 PSI bX 1. SLUW 4' t: 1121 THE VEGETATED INFILTRATION BASIN SHALL BE FULLY VEGETATED WITH ALL VEGETATION SPECIES ESTABLISHED PRIOR TO ISSUANCE OF WATER CEMENT RATIO. 0.48 OR LESS FINAL BUILDING OCCUPANCY. ALTERNATELY, IF THIS CONDITION CANNOT BE MET, THE APPLICANT SHALL PROVIDE AND MAINTAIN 40 Slope 8.339 max. to z- 9 ADDITIONAL INTERIM EROSION CONTROLIWATER QUALITY MEASURES ACCEPTABLE TO THE PUBLIC WORKS DEPARTMENT,, THAT WILL r- w =4 SUFFICE UNTIL SUCH TIME AS THE SWALE VEGETATION BECOMES FULLY ESTABLISHED. THE INTERIM EROSION CONTROL MEASURES Truncated dome detectable warning surface in xi ................ ................. SHALL BE IN ADDITION TO THE REQUIRED PLANTINGS FOR THE SITE. compliance with 2007 OSSC Section 1109-16 tw k 2. INFILTRATION BASIN SHALL BE PROTECTED FROM CONSTRUCTION EQUIPMENT DURING SITE IMPROVEMENT ACTIVITIES. Cn 1z P-4 4> '064 iWPA%TJMTI0N BAS M A PLAN AND SECTIONS RAISED CROSS WALK CONCRETE VALLEY G CONCRETE CAN77LEVER RETAINDW WALL 1-4 Uzi SCIUX( AS N07ED 8CALEt At T.8. SCALE# MT.& SCALE# 112" -4'-0* TBG ARCHITECTS & PLANNERS / INC 132 East Broadway Suite 200 Eugene, Oregon 97401 4541 687-1010 Fax (541) 687-0625 PR #53,800 REGON - 6 V)? y EXPIRES: DECEMBER X, 2012 PROJECT # 09-159 DRAWN ARS CHECKED GAM DATE 6/23/2011 SHEET 000PYMM 2n) 1 by TOG Axhitea & Mnnerdiric I 2 a Q_ a s ca E Li 0 7' -a" PUBLIC UTILITY EASEMENT 10' -ta X 45' -0" SIGN EASEMENT -�--• SIGN TO MAIN STREET {PRINCIPAL ARTERIAL STREET} LEGEND BUILDING FOOTPRINT GENERAL NOTES IN COMPLIANCE WITH 5DC 4.3 -125, ALL NEW ON -SITE UTILITIES WELL BE PLACED UNDERGROUND, WHENEVER POSSIBLE. 2, REFERENCE CIVIL PLANS FOR H EVE Y, GRADING AND DRAINAGE ,� REQUIREMENTS AND EXISTING GONQITIONS. REMAIN f/ � •`a t'�t PROPERTY LENS N89 °44`00 "IN, MONUMENT SEGN ! 4 N89 044`09"W, 128.43' S ' • r CONCRETE WALKWAYS, TERRACES � PATIOS ' w U CL � Q E-• r0 V J NEW PROPOSED DRIVEWAY v- Cl� 3. OUTDOOR BUILDING LIGHTING LOCATIONS, DETAILS AND .. / f/ 1 /io i�,/,ij�i ✓�i�i %f ✓•TiTii/i��<iif ,/i�r'/ f� l /iiiir.�iyri�i�ciyi• iiiii� i � i�� •C d / / /' / .: / / . /t l /.t / ✓ / / / lr / / : f / / { � ✓ t / / / / / � / / • /< f ./.� / < / ✓.4 /rr.! </r / "% � .i.i / Y//%/ r� r �i/ �i %'�i/r�•/r r � /r i r/r � �� /i/ !� l ��� .rr l r' / iy � // � J �i ` r i T r / � -/� • � r � i/ 7 •/� `.t= om • l / -/ i / � y/ / �-• l!/ti/i /i// r /i�!/ -!./t..l ......J-� .t.Y ? .f...�✓ :L i / /.c./Ji t / S�/s/ f G SPECIFICATIONS WILL BE SUBMITTED AT THE TIME OF BUILDING PERMIT .4 IN COMPLIANCE WITH 5DC 4.5- ! 00i ALL PROPOSED UTI:RIOR LIGHT •k�7v'cr5rrt.L�arir,C •�',+`.•,r+idc•sc ,+t'.,�f- -,: r-- +'..r- j••c«c- 6•- z.•c,.c.t:., �'.,�' .. e. z. r.. s. r. . •c.rc:..c...r••r.r»s.s.lc.c .:Le....•.r .r1 ,•.•s ,c.ac.,c. -: St /✓ / / / J �w!- •G«G,tL •1r,�/ .0 J /, / 1 /./ d !! /.! t'/ /,C r ,. .• -- •. r , . ti . r r f Y . r f • • :. <. - ... ,' :.. _ - t,.: , _ + ♦ ♦ r _ r . ' . r , LANDSCAPE 5 • � 'I 5• � E PLANTING BED FIXTURES WILL CONTAIN GUT OFF SHIELDS AT THE TIME OF INSTALLATION < :' ! .. :, ,- it , . tit.• • ` ♦ t• 't -'- . :" t�'' -•, :': r.::. :' ..t:i ' ) 'tJ.i`�Y rr r: i' tij _ ) •• .: • r • , •� r r e •,• ♦ - 15 ♦ • 50 THAT DIRECT GLARE AND REFLECTION ARE . _ <• . _ �) _ , � • N CONTAINED WITHIN THE _ , . .: #, . ♦ AND AWAY . - ;.... ♦, " - � ,.:. , :r :: > - _ i , :.t: : �r �, a r ,AND DIRECTED DOWNWARD . tt PROPERTY, , r FROM ABUTTING PROPERTIES A • • ! • r . > i t , • - R IE5 ND PUBLIC RIGHTS -OF WAY. i , t r ♦ ♦ • ♦ PERVIOUS PAVING ATE ` }-� j^ • `�` PERV LNG M RIAL ` Y AQKIi+LG E-- 4. ALL EXTERIOR FREESTANDING LIGHT FIXTURES WITHIN 50' Oa OF THE • 77 _� _ ,, <` ' t{ , _ �) 5(GN,TYP r •'• � SOUTHERN PROPERTY LINE WILL NOT EXCEED 12•{} IN HEIGHT. •.�. ♦ . ,. • :. <, ITS PEDESTRIAN , I rr + ` ♦ .� ---�# � } - � PAINTED ON -S ED TPJAN GRC}t551�lALK PROP05D r ` ,t �, r t ♦ ' 5♦ IN COMPLIANCE WITH 5DG 4.4-1050. APERMANENT tw t .. , :. � -= r t:: -..:.) ; _ r :.: :.:' ' .. I } � STRIPING tJINDERGROUND o. . • , - , • ; AREA �,, _ `° •• RESTAURA T °� , Z `, } ♦ ♦ � � IRRIGATION SYSTEM. WILL BE PROVIDED FOR NEW f o ALL PLANT MATERIALS •..•� ._•:. © � - '71•�1/,\J • k • _ •' p - ; :, •�•1 G;QOt�SF ,: _ ; �_ , �.•: o F.,. USED TO MEET LANDSCAPE STANDARDS AT THE TIME OF BUILDING ♦ r r .r wrltrrlt t.. f... PROPERTY LINE O • - { ; " ' ,:• ,° :- ::, ,: L • r cy t1; SUBMITTAL, UN ---- PERMIT SUBMI LE55 WHERE PLANTED WITH NATIVE SPECIES R 1 t a i u♦ -GIG - l a -a - �• �`7 - - � , _s "� - '�.' • } ' - - ^• QRAWINGS FOR DETAILS. PLANT COMMUNITIES REF. ERENCE LANDSCAPE ARCHITECTURE IOVJW07 L7Vditit00 1:)VJWO� I IWWO� 17Y1V0D 1DY1VOa 1� YV :4 . ♦ . . it ' < J - J : � _ . ••I . . . ♦ � © �' - * MIN - . - 2 N S r' , _ '_ ` • • `: �. ,�' - ' � - •: �'' I G' -a`t ' } ' . e�}•w N t o 1 `� - �i 1 a • - f� ; , _i 7 ♦ ' - x x x FENCE G -a MAX HEIGHT) 5. LONG -TERM BICYCLE PARKING SPACES FOR THE COMMERCIAL J i : , t �:; : , `: :: �= • ': :'J TYP ! -I r . c� H - { BUILDINGS WILL BE DESIGNED AND LOCATED INSIDE INDIVIDUAL TENANT . , ♦ * . • * c µ A I l t •I • { O ¢ 5PACE5 IN A SECURE LOCATION AT THE TIME OF TENANT INFILL • w ,ate t17 �,(. t ttom a ✓ t. '- J-♦.•.i+ • ' i w w `•_ : y r " r f ` . w. f w.- �w_iTiT. ' f ' f ' r . • i + w '♦ o - - Y +� " y p . t . • t = I t { r r C3 _ SHORT TERM BICYCLE PARKING HOOP 6UILDING PERMIT SUBMITTAL IN COMPLIANCE WITH 5DC 4.G- 145- 150. ` * - + r . : t t ;: ;p �; .; t, , , s j;r t :. t ;,. : -.� fi Y ♦ ♦ ♦ y ♦ _ . � TYP LION } w '` 2 SPACES TYP THE TENANTS WILL 8E MADE AWARE THAT STANDARDS MUST BE MEi'" • rt , -. • ., ! 4 • . w • i • ♦ ♦ ♦ f w w i i Y Y 4 Y y y • r - �. . " . :. :; '' •' ' ..:+ ., :. ; � •.. .'� ^ , _ •• • _ .. � . • ♦ ♦ ♦ r • ♦ « � z LONG-TERM PARKING SPACES FOR RESIDENTIAL ) •� , ; ! � � - 0 p r4 ! � ' , ;. � , PRIOR TO OCCUPANCY t.ONG TE ') yr 't • ::1:- l.~:: ` .r_. , . . r•. . • pN -} �r�' • . • _ .... • . .. � . ©� •© � � � .n. UNITS WILL BE LOCATED WITHIN INDIVIDUAL UNIT GARAGES. • . ` . • 't' •! _ n � � �N. ADA PARKING STALL t �P COMPLETE WITH 7, THE DETAILS OF THE PROPOSED FENCE WILL BE SUBMITTED AT THE TIME ! �•• � b 2 4 • Y4', � '.. o { - • : PAINTED SYMBOL t STRIPING, SIGN AND OF BUILDING PERMIT SUBMITTAL IN COMPLIANCE WITH 5DC � Q � � WARNING. REFERENCE CIVIL 5, .. r ♦ r • _ - � i , " � 10 �' ' tvLlN � � ... DETECTABLE WA . � � � r • � � • ` � w . . Y ♦ ♦ ... ` INFORMATION ON PERVIOUS . • . , ;f.:: �� ,, �. _ _ ♦ - tt) PLANS FOR l `� � ,•�•, '� w ♦ ' I PAVING,MATERIAL 4 COVERAGE 8. BUILDING AND 51TE 51GNAGE DETAILS WILL 13E SUBMITTED AT THE TIME OF BUILDING PERMIT SUBMITTAL IN COMPLIANCE WITH 5IGNAG 4 i STANDARDS. t•J 19-01, 101-04 C` -{J" C7y ASSESSQRS MAP 17-02-33-32 .: ,.:,•. TAX LOT 620(} :- �: ` • RAISED PARKING LOT LIGHTING t24 -0" HEIGHT, TYP LION} 9. EXACT 51TE PLAN DETAILS, DIM AT THE T AND BUILDING FOOTPRINTS ARE Iv111�1 MIN � - �? p ;' <�:' =.. ^ � �'`' {? ASSESSORS MAP � 7- 02 -33 -32 ( � � FULLYSHIELDED � DIRECTED DOWNWARD SUBJECT TO MINOR CHANGES AT THE TIME OF t3UILdING•P •• � :�- � CC ZC)I�1tNG DISTRICT •.:; •a' CROSSWALK • RELOCATED � ERMIT . � � ::;•. �`: `' ., � TAX LOT 630Q - - SUBMITTAL. ALL.. CHANGES WILL MEET RELEVANT CODE STANDARDS AND `v 8' -aa Gt_G. cm {E} DRIVEWAY u' ` `_`t -f' 8 -6 C3 MAILBOXES --�, _.. -. DECK ABOVE CC ZONING DISTRICT "' PLAN REVIEW AGREEMENT.' .,_ E E .t •. .� ., • <• ``� � SEE CIVIL THE SITE • c TYP , � • -.: � t> � • . ;n � EXISTING TREE TO REMAIN 10. .° , T + r � r, zt• : - . ,•: j '.: r ��- ; ' t ., • ' _ - • ` -I, c ,� : -.♦ •.c, `• ,L ..-•• • >• ' . t •' ,J, . r , ' �,. ..+a ,wr • . • + 1 �i- • _ir c•• . •.' t r . � ..:.;-_•• t - . -r', ' . ,•_r i , r ♦ :' +t• t :f :;_,. + . •{••,• 1 .l � . rt•• c , r 't y,Fr r , d"r `t.-1 , i y i '.•• . r.r . • ' ` . r . r .. AT THE TiME OF BUILDING PERMIT SUBMITTAL, ALL MECHANICAL - EQUIPMENT WILL BE SCREENED FROM VIEW AND BUFFERS? 50 N OISE v NOT TYPICALLY EXCEED 45 TO 50 7E L AT THE SOUTHERN t+ r v f - • - ` - •4' ���' > = PROPERTY LINE ADJACENT TO THE LDR ZONE. p i I I` i • • 1 4 G T AL �.. S _E _ RE [DEN a (±•, :, - E E ♦ , r� • r :, - i' .ter t r w ♦ + VTV !• r L ## r. t ~ i I� E t . I• i • t ., .. .r. r - -• - < ) . .• t.I UE E� � r .. �s n r ,., � ._ -1. B LEI _ t+71 MIN x , t .. t. -,- .,....t ... � .L ..••J_ l._.. _�. .L_ �J .L`.. .! L �.. � t• � .t '�= CALCULATIONS' r - �..!. _♦ _ rr, ( . � , � , ) , . , . F. .. ... _ . ..._ ...: ::.:: TCiTAL; =AREA F' . th tJ l t Y f I r t.- .i •'l � �� � � i.�•I 1 i a ... ,.. .. _ -.. : ..:.. _ .. . . . . .. ...... . : : - "...: : � �� T TAL ITS AR A •I 4. _ _ « r :..... :.• f !. 6 : AT .GARAGES 2 .., . ._ :,_; : �, O 5 E 6 1 X • � � � ,� . 1 . 9 : PRIV . E'G ' RAGES - 5 £70 SF 40% v <. _ t ..eas It+lr . �; ,.. r,.l.B . 1. 1=iAT ., .1., ,,•;,�; 3 .i•.BEDRQOM. rLATS,AB -.,, :,.,.,•:;•, -• .., 1 ,y. .c µ .. •.r i'•::i,... _. IT_. .. . •:' .-.. ^. .:. : -. '. ... - } ..3, � O.V�::: _''i . - ' k , �..... � _ �.. •_t . „ ... �: t . ..= .: t: r - .. (, PARKS CALCU TE P PARKING La ON5 ARE PROVIDED FOR REFERENCE - :`....r_., ..)...:. ._ _. ... , , .. . :.:. RE E ONLY. 589044'00"E, 8C.}r0a - - Y r . � C • - NO PARTICULAR TENANTS HAVE BEEN IDENTtFI • - , _ � • , • > . • • ATLi . L - ' . , •, � , � . TOTAL IMPERVIOUS AREA 40,702 SF {71 %a} ED. �. ASSESSOR'S MAP i 7•{32 -33 -32 • - a� .. I•} . •. ., . ,• ^ .' • • .. • ., •- • .. . • .. ... -. _ 'REC�;EAT • •: a..I•. • :: �• t to - TAX LOT 6203 - ` u'i . * TOTAL BUILDING FOOTPRINT AREA . . . ', _ :• .' . _ :' :' : • r ,ate• 17,590 JF {27%} _ . . _ : . r r • • . . . r . • ♦ 'w r ♦ v _ Y ` i i .• r ` r -f, w w� � r „•t. CC ZONING DISTRICT {2} STORY , . ~g�' -- I �''. Y w ` . i ` . Y ` w ' , f ' • � • r ' . • . -! pg. -C3 °= • 4 w w . ` - c.� COMMERCIAL BUILDING V��I�L� �'`AC���NG • EXTERIOR .. " •. ♦ _�w!• .�. ♦. Y y _`BA�AtT -,•,-�-�• r' .". ".'.'.'.'.' =` .3. .' ♦`_`.'y'.' ♦` `r~. +`.'.'.' c`n`' RESIDENTIAL 10,984 SF STAIRCASI*, ♦ ' , " . ' . , ` r • ' ♦ VEHICLE PARKING 5PACE5I�'EQUIRED {5DC TABLE 4.6 -2} a � /'�^PP��(��}CY �f ♦ ♦ i ♦ f ♦ r a •Y w /�� /,j{�s _ , ♦ ♦ ♦ ♦ • . ♦ • ♦ ♦ f • •`�T EPPING Y{ •V ► ♦ 1 • r _ r ♦ ♦ y . • . . • f V w . . � iw V - � ..• _ j . r , ' : • , = ASPHALT PARKING RIVE AI5L.E AREA 21.71 TYP I` •'•' •. ;:: . t ., � 1 iD 0 5F (33 %) r ` ^• rr v V ♦ ,. i , . . , ).:. •- . .Yf .. . . ..t r _ : .. t_. r .> .. .. -.r r- . , . ,,, .r .._.,. . .. .. .. ._ ., . .1 .. . , . <., . _ .,_ , .L • . .,.. . • . . .-.• : , .-t • , .♦.. . r _1. - . a . . .., . .. =...;..>, % . r .. - , • ..; , . . "!• : . ', t , , .( . - . , ! x _ • f w Y Y . .r . .: r :- . f:• J ._ ♦ _ . •. G , -t• .'r , • , L r ) . t i . w EATING � D R I NUNG E S TA S . I 5 • H ME NT w FLOOR 84 F � I I Y AY A TIO AREA I00 5F GRa55 REA ARE EQEN1IA G,(00 SF/ 100 60 SPACES, X7 PACE X- TOTAL PERVIOUS U AREA I S F 2 97 ... . N 5 & 322 . S 15 593 5F { �4% } LANDSCAP PLANTING AREA TOS PERVIOUS PAVING MATERIAL A RE I.5 FOR EA DWELLING UNIT L AREA . �.�OTA! TIN UGTU RE-Al, ADJACE T MU- RE5 DENTI . T • Q 5 F 3 375 5F 5 % 23 SPACE p AB MULTI UNIT DE5IGN STAND A D E CK -V om� _ TS 15 UNITS X I •J 5T DWELLING TO R REMAIN • 1•. R TOTAL VEHICLE PARKING S PAG REQUIRED ACE S w GC►��R�Q • 'CO1l�REi) -• CQVER�[3•• ♦ w .. . >! : -; < : =• :.: 1• -; `� , ` .$ , ♦ ' J.p r r • r _ TOTAL MDR SITE AREA 26,074 SF (I 00 %} ,:, PATIO ° . UOFr t >Q -,r..- .. !. :_:: r, .:: - • PAT . .;:.,r•,.T _ SAT ri • RESIDE IAL PARKING SPA( /�(�'�+ P - ••.": t t, r • ., i. • . r • '. -.• . ♦ ♦ � ♦ ♦ . - ♦ ' • ♦ 'V � r ' ♦ ' . y'' • t ` ♦ . ' r ` � VL.S i ♦ ` . r ♦ r . ' _ . ' . . ' . ` _ ' . w . ' . �` � • r � � r ` -� 15 %a LANDSCAPE AREA REQUIRED . �A801LE `T 4 ♦ ` ' . y . •!•} t� :G. . ' `�l.G.�/ 3w 3,911 5F PROVIDED �" - _ . • - - - . • ... w _ ` . ` . ' . ' ' . ♦ . ' . ' ♦ ` , ` r + ♦ X- ♦ _� , ♦ x TOTAL MDR LANDSCAPE AREA PROVIDED 5,905 5F {34 %a} PRIVATE GARAGES �i 1 LCdVI*ED _ ' COVi:tR . " r ` ♦ ' ♦pVfiDa ' . _' X'�+ x . - x- '� ...�_ --•- -, X. - .- -�`x.. `.._._ x' wx ._r_._.. -X. ' �. aww w :• PATt€3:•• .I.Q . I.0 , '�'A71fl' . • : ` ♦ :. • PA7'To•• • �_ 3 . 'u m 6` -0" TALL CEDAR 589 044'00 "E, 133.52` MAX LOT COVERAGE REQUIRED 1 1,733 SF {45 %a} (APPROXIMATELY F 1 ` -0" X 22' -O') 15 SPACES � 3 0 w ' . + " G' . ' . w ♦ • :v- •� FENCE, T'�' • _ _ • ♦ ♦ - .>< LOT COVERAGE PROVIDED I ! ,137 SF (43 %) ACCE5518LE SPACES x . ' , ; X.. ' ♦ ' .K . ` r . Y . �=T= �r ' • ` � A55E5S - 33 -34 AD �ACENT EXISTING 16` Q" t9' 0" X 16' -0a �// 2` Oa �► OR`S MAP 1 7 02- +/- • TOTAL RESIDENTIAL BUILDING FLOOR AREA - - BUMPER OVERHANG} I SPACE .s..r.. -snw am avert o,. •.o. " ilrx- .Ir.. - - iwi tLw: �.o ASSESSOR'S MAP 17- 02 -33 -32 589 °44`40uE, 105.27` � TAX LOT 1901 RESIDENTIAL DWELLING TO EDGE (EXCLUDING GARAGESJSTC3RAGEIDECKS � PATIOS) 1 6,658 SF - . TAX LOT 6201 LDR ZONING DISTRICT TO REMAIN COMPACT SPACES . • -. OF {E} BDG _ 25 % OF BUILDING FLOOR AREA 4 165 SF LDR ZONING DISTRICT 2 -33 COMPACT i G' -0" W/ 0-a 15UMPER OVERHANG) I SPACE AREA OF PRIVATE OPEN SPACE BEING DEDUCTED 1,320 5F ' . TOTAL COMMON OPEN SPACE AREA REQUIRED 2,845 SF - STANDARD SPACES SITE PLAN _ .. {9` 0" X E G'-O" W/ 2` -Oa BUMPER OVERHANG} � G SPACES 1. � 20' -fl" TOTAL COMMON OPEN SPACE AREA PROVIDED 3,3 18 5F COMMERCIAL. PARKING SPACES PROVIDED LAND .. CODE NOTES _ 50 %a LANDSCAPE AREA REQUIRED? I ,f�59 SF, - - LANDSCAPE AREA PROVIDED 1,6G 1 SF ( >50 %) ACCE551BLE SPACES _ ACTIVE RECREATION AREA REQUIRED ''250 5F - (9' -0a X 16' -Oa W1 0-O" BUMPER OVERHANG) 2 SPACES 5DG 3.2 -200 MDR BASE ZONE DEVELOPMENT STANDARDS. 5DC 3.2 -300 CC BASE ZONE DEVELOPMENT STANDARDS ACTIVE RECREATION AREA PROVIDED - 424.5E - . ' . COMPACT 5 ° GENERAL DEVELOPMENT STANDARDS : � PACE5 . ! SIX 3.2 -215 ! 0'-9' MIN BUILDING FRONT, 6 "_aa - - 51 -Qa {8' -Oa X E G' -C}a W! 2` -Q" BUMPED, OVERHANG OR 18 SPACES (30 %} SIDE � REAR YARD SETBACKS 9' -Oa X .I 7' -0" OR $' -C�k X 16'paa -SEE 51TE PLAN) - i it � II ` TYP BICYCLE SPACE TYP CLR . J 4 50C 3.2-315 i 0 -0 MEN BUILDING 4 5'-O" MIN _ SDC 3:2 -215 5` -0" MIN BUILDING INTERIOR YARD PARK(NGIDRIVEINAY FRONT YARD � - -•-- -� - STANDARD SPACES. • -: -' • � - - TYPICAL END SPACE- SETDACK, SETBACKS � . c'� � v {9' -0" X 1 G' -0a W1 2'-04 BUMPER OVERHANG) 40 SPACES • N 3 5DC 3.2-215 ! 8' -0" MIN GARAGE FRONT YARD J 5 5DC 42-130 VI5ION CLEARANCE AREA" TYP SPACE - TOTAL VEHICLE PARKING 5PACE5 PROVIDED 83 SPACES . BETWEEN HOOPS SETBACK 5% INTERIOR PARKING LOT LANDSCAPING REQUIRED 125U SIr (5% t � 5DC 4:2! 135 MIN 250 SF LOADING AREA FOR - ) COMMERCIAL BUILDING`.:' OF TYPICAL. HI v � � -� INTERIOR PARKING LOT LANDSCAPING PROVIDED? 2,510 SF (! 0 %) 5DC 3.2 -240 MULTI -UNIT DESIGN STANDARDS . I O'-O" I TO 2ILDIN 5F OF GROSS POST OR.STAPLE . I✓LR AREA . • BICYCLE. PARKING 5DC -3.2 -- 240 {D }(1 ){a} PRIMARY BUILDING ENTRANCE ° � RACK -- E"-ACES STREET DIMENSIONS PER 5DC FIGURE 4.G -8 _ BICYCLE PARKING SPACES REQUIRED (5DC TABLE 4.6 -3) 5DC 3,2- 240(D )(2 )(a) MAX ! GO` -t}" CONTINUOUS 5DC 3,2 -254 MULTI -UNIT DESIGN STANDARDS VARIANCES - TYP `'' SHO, �" ! � I \! 'Y 1 � t ��.� (' A1�,i \� � y lJ EATING � DRINi�iNG ESTABLISHMENT HORIZONTAL DESTANCE 2 - 600 SF FLOOR AREA , � 5DC 3'.2- 240(D )(3 )(b ){ttc} 15-0" MEN. BUILDING 1 5DC 3 ♦2- 250 {D)t l }*{2} 5DC 3.2- 240 {D }(2 )tb ): ADJUSTMENTS TO Al 7 J4. � .II ^4a x,000 SF/ 600 BUILDING ROOF FORM {ALSO SEE SHEET • 25% LONG TERM 3 SPACES ENCROACHMENT BUFFER AREA A4} 7 5DC 3,2- 240 {Di {3 }(b } {}v} 25' -0" lvlEN BUFFER AREA CLEAR <D5DC 3.2- 25t3 {D }{ I }t{2} 5DC 3.2- 24Q {D } {2 } {g }: ADJUSTMENT TO •FROM ACTIVE RECREATION AREA MIN DEPTH OF PROP05Ep BUILDING ExTC 3.2-NS 5DC 3,2- 240 {p }(3 )(d) MAX 120'-O" CONTINUOUS HORIZONTAL DISTANCE WITHIN (D5DC 3.2250 {P'} 5DC 3.2- 24t3(0 ){3 } {b } (m): ADJUSTMENTS 50' -0a OF LDR. ZONE. TO MIN ENCROACHMENT INTO THE 25' BUFFER t BUILDING HEIGHT WITHIN THE 5DC 3,2- 240 {D } {5 } 0b 460 250 5F MIN ACTIVE, RECREATION BUFFER AREA (AL5(3 SEE 511EET A4} AREA WITHIN COMMON OPFN .SPACE (D THE 3.2- 250(!} 5DC 3.2- 240 {D } {7 }(b1: ADJUSTMENT TO _ THE MIN 5` -0" SEPARATION BETWEEN THE 1 Q 5DC 3, 2- 240(D } {S }(c )(E) (o) PRIVATE COMMON OPEN SPACE ON-51TE PEDESTRIAN WALKWAYS * . (MIN 95 c�F AND 6` -O" DIM} DWELLING UNITS (ON BUILDING I SECOND FLOOR ONLY, SEE SHEET A3) MEDIUM DENSITY COMMON OPEN SPACE AREA J I 5DC 3.2- 240(D }(7} PEDE5TREAN CIRCULATION RESIDENTIAL SITE AREA PER SIX 3.2- 240 {5 }(b )(i), , KEY PLAN I2 5DC 3.2- 240(D }(8 )(c) MEN 5TR WIDE CIRCULATION SEVE OF FITS CURB) PARKENG PLANTER ESLAND I3 5DC 3,2- 240 (D)(8 )(h) MIN 6-9' WIDE PERIMETER • ' PARKING PLANTER ISLAND S� NTS AI • 75% SHORT TERM 7 SPACES, MULTI - FAMILY [3WELLiNG5 • . ' t PER DWELLING UNiT 100 %a LANG TERM 15 SPACES TOTAL BICYCLE PARKING SPACES REQUIRED 25 5PACE5 - ' SHORT TERM SPACES REQUIRED 7 SPACES LONG TERM SPACE REQUIRED S 18 SPACES TOTAL BICYCLE PARKING SPACES PROVIDED 25 SPACES, . SHORT TERM 5PACE5 PROVIDED 8 5PACE5 . RE51DENTiAL LONG TERM 5PACE5 PROVIDED 15 SPACES {LONG TERM SPACES FOR RESIDENTIAL BUILDING WILL BE LOCATED. ilcIITHEN PRIVATE GARAGES} COMMERCIAL LONG TERM 5PACE5 PROV1DED 3 SPACES (LONG TERM SPACES FOR COMMERCIAL BUILDING -WILL BE ' LOCATED WITHIN TENANT SPACE AT THE TIME OF INDIVIDUAL TENANT iNI'ILL) E /SEATING &TRELLIS-WALL TBGARCHITECTS & PLANNERs/ INC 132 East Broadway Suite 200 Eugene, Oregon 97401 (541 ) 687-1010 Fax (541 ) 687 -0625 S • RECO�v T F .................. PROJECT # - 200913- DRAWN ' AM /KT MJEL DATE' 06r23•1 1 SHEET Cp COMUGHT 2Qi i by TBG Architect & Ma imMnc r a_ 0 0 U m o� �g Eti Q RESIDENTIAL UNITS - BUILDING 1 - STRUCTURE C " a)- GROUND FLOOR PLAN RESIDENTIAL UNITS- STRUCTURED " 4 GROUND FLOOR PLAN A2 1/8' = 7'•0' C N 05 Nk 46 lot f iM FLOOR PLAN. GENERAL NOTE ARCHITECTURAL FLOOR PLANS ARE PRESENTED CONCEPTUALLY FOR REFERENCE ONLY AND ARE SUBJECT TO CHANGES AT THE TIME OF BUILDING PERMIT SUBMITTAL. ALL CHANGES WILL MEET" RELEVANT CODE STANDARDS. NO PARTICULAR TENANTS HAVE BEEN IDENTIFIED. I N N RESIDENTIAL, UNITS - BUILDING 1 - STRUCTURE B GROUND FLOOR PLAN: 1/8" = V -0" T.BG ARCHITECTS & PLANNERS / INC 132 East Broadway Sure 200 Eugene, Oregon 97401 (541 ) 687 -1010 Fax (541) 687 -0625 t1E . i fir► ►saz � Vil� OF PROJECT # 200913 DRAWN AM CHECKED KT /}EL DATE 06.23.17 SHEET A-2 (:J COPYRIGN"t 2011 by TBG Architect & Piann&Om 0 a2 a3 N 05 Nk 4F I d r3- 0 in 0 C) ED E Q) 3 a. E C7 U7 IN PF RESIDENTIAL UNITS - BUILDING 2 SECOND FLOOR PLAN 1/8 U = if-oil uA N 1180 = 1 ll-0 I I GENERAL -NOTE ARCHITECTURAL FLOOR PLANS ARE PRESENTED CONCEPTUALLY FOR REFERENCE ONLY AND ARE 5UI3JECT TO CHANGES AT THE TIME Of BUILDING PERMIT SUBMITTAL. ALL CHANGES WILL MEET RELEVANT CODE STANDARDS. N0 PARTICULAR TENANTS HAVE BEEN IDENTIFIED. .TBG . ARCHITECTS & PLANNERS/ INC 1.32 East Broadway , Suite 200 Eugene, Oregon 97401 (541) 687-1010 Fax (541) 687-0625 Vb A Noe Lou, ram U.1 V) Z U LO row CL U) (n LAND,USE -CODE -NOTES CONCEPTUAL 5DC 3.2-250 MULTI-UNIT DE51GN STANDARDS VARIANCES F LOOR. -PLAN S 5DC 3.2-1250(1) 5DC 3.2-240(D)(7)(b): ADJUSTMENT TO THE 0 MIN 5' -00 SEPARATION BETWEEN THE ON -SITE PEDESTRIAN WALKWAYS DWELLING LINMi. Illittlttl Ifrrfrrrfr Iffrfrrrfr ■I�I�fi1•�ita��.� a� Now BATTENS, T)T 51DING ill w< CLW LML C w �kv,A (31) LEATHERLEAF SEDGE {5) TUSCAN LAVENDER (4) KOREAN SPICE VIBURNUM (8) AZTEC PEARL MEXICAN ORANGE (85} BEACH STRAWBERRYllAl N STREET 4) TUSCAN LAVENDER (10) DAVID VIBURNUM (10) LEATHERLEAF SEDGE /--(4) KOREAN SPICE VIBURNUM - {3) CLOUD NINE FLOWERING DOGWOOD (11) HETZI HOLLY (12) KARL FOERSTER GRASS {10} LEATHERLEAF SEDGE (7) MOONBEAM COREOPSIS /_(6) CLOUD NINE FLOWERING DOGWOOD (13) DAVID VIBURNUM (McKENZIE HIGHWAY) (6) LEATHERLEAF SEDGE (10) DAVID VIBURNUM (6) LEATHERLEAF SEDGE (10) MT. AIRY FOTHERGILLA (5) SPRING BOUQUET VIBURNUM ---1 M. l 0 1t•q+,` .�w4� 1�/ /f / /'if i i //f r41— j .. . t a ry0. . �; ...f• •, �. .ro'. �ij / f .li ♦ /j //i � i� of , . .•"`•.,t�(r''` �''.•, (7) DAVID VIBURNUM j .LAWN : J : ='''' ' p i .f / i fi/i / f/ / i r '// f r •f r' f i ,- �/ i /1 /'ifr / '` - �', /...r .f %l..,f!!. � ♦,r /, r 1<.+.r 1 ... .rte. .:fr .•u1Lv/ rl�•.ci1..i .max! >. (5) TUSCAN LAVENDER ( I ? i I; ':, :,�,.: — (16) HAMELN FOUNTAIN GRASS (21) MT. VERNON LAUREL (12) DAVID VIBURNUM (7) AZTEC PEARL MEXICAN PROPOSED MONUMENT SIGN {19} MARY TODD DAYLILY ' (12) DAVID VIBURNUM ORANGE (7) TUSCAN LAVENDER %,% :' :: . •:• (18) MT. VERNON LAUREL �! t {7) MOONBEAM COREOP IS' (4) DARK STAR CEANQTHUS M1 I* (l) CHANTICLEER PEAR -` 5 CONVEX LEAF HOLLY ti r 1` y: �' ^ — '• (3) AUTUMN BLAZE RED MAPL ) CLOUD NINE FLOWERING DOGWOOD r ' (3) MARY TODD DAYLILY .. •/ �r. ', (1) NORTHERN RED OAK _._.._.. LO 1 IIIj a L� i ) i -:' . _. j (4) CONVEX REAF HOLLY _.. _ _. y .� '` (17) KELSEY REDTWlG DOGW ! t .--� Uj (1) NORTHERN RED OAK i i (12) MT. VERNON LAUREL , - , (4) VINE MAPLE i <. ; ., i f _ {24) BRAMBLE t + LANDSCAPE ARCHITECT 375 W. 4th Ave. - Suite 201 Eugene, Oregon 97401 Phone: (541) 6864540 Fax(541)686-4577 Web: www.schirTne=oclates.com ••. _ {3) MARY TODD DAYLILY ; (36) BRAMBLE . '' 9 M U.. (30) SPREADING RUSH i" =.i / / {4) CONVEX LEAF HOLLY �. {3 }BRA ;BLE , ��! i / {24} BRAMBLE .�.;'.�, ., / I (38) KELSEY REDTWiG DOGWOOD - .JIG. Tom^ . - rim` ! /-^ rr J.' h'" ,• rr- /,_ J, r U) f (56) SPREADING RUSH f (290) BEACH STRAWBERRY y '''' , Wl (5) VINE MAPLE _ _. w {18" O.C.} �Z q �- 'i ( LAUREL ) MT. VERNON r .._... LO r • 1 ii t , t.. �I •Q ' R- 1 ' C.� �. . , _ - . _ ... __. • _. :.; _ . ;:. -:•- • - - . VERNON - - - - � 4 AUTUMN BLAZE RED MAPLE ,Y -, ;• (9) MT VERN N LAUREL ;,- !. ., TREE STAKES o° (1) AUTUMN BLAZE RED MAPLE j 1 i 4� = ' '` - =,' D.F. 2 x 2 x s �fi i !,i �i t (10) DAVID VIBURNUM ..,., ' ., (5) DAVID VIBURNUM : , {22} BRAMBL i f • ` , r`' 'ic . :; �.• :D CL . ` .� . i MULC H H {16} OTTO LUYKEN LAUREL (22) BRAMBLE EE TIES (2) BLAZE RED { 7 } MT VERNON LAUREL Grow Straight or a pp roved MAPLE (5) DAVID VIBURNUM f ' (5) DAVID VIBURNUM IMPORTANT: E _ ._.. _._.... _.. _ _.... (3) BENNERUP BLUE SIBERIAN IRIS :` .: �.::::. __ __ - w be a minim . `--' — � , `� t , '•'f: � Root crown to um ! (1) AUTUMN BLAZE RED MAPLE {$) AUTUMN JOY SEDUM of 4" above finish grade. (11) KELSEY REDTWIG DOGWOOD (9) AUTUMN JOY SEDUM 3 VINE MAPLE (4) HAMELN FOUNTAIN GRASS (14) BEACH STRAWBERRY BRAMBLE 1t3" O.C. ,, {18 O.G.) (55 {35) SPREADING RUSi-I) (1) CHANTICLEER PEAR (3) PRINCETON SENTRY GlNKO ; (4) DAVID VIBURNUM t' (24) BRAMBLE {18" O.C.} .: , ',` (18) PACHYSANDRA I 1 AUTUMN BLAZE RED MAPLE (3) HETZi HOLLY (2) CHANTICLEER PEAR i {)I (3) BENNERUP BLUE SIBERIAN IRIS i Y ; ;: (6) EMERALD GREEN ` (18} PACHYSANDRA t (4) HAMELN FOUNTAIN GRASS I {1) AUTUMN BLAZE RED MAPLE ARBORVITAE I s I Fitt halfway L� 1 BACKFILL (4) DAVID VIBURNUM r, (28) BRAMBLE (18!d °'ii, - _ %'' _ C7: '`` 1:" - _ f ' . - _ _ - - ay and water thoroughly bef o re ba c kit ' n{4 KA RL F ER TE R G RA S S { 3 ) KOREAN SPICE VIBURNUM r v i # 1 1 (3 ) JAPANESE. SKIMMIA UNDISTURBED TREE PEDESTAL ESTA L 42) MT. VERNON LAUREL _ r� 1 � I r t t �'; FEMALE) 3 ,, # ,� r � •�.�:;- : � { E) dR COMPACTED 5UBGRADE Prepare subsoil to prevent settling r ,iii r r t t t _ i ' i/ /; � }. _ _.,v _,. __ .i : _..,__._ ._._, . • -.. � _.. . _._ _. _ _ _ _.,_ . ! t . ._ _ t • t � .... ; t (4) SWORD FERN _I _ I t(. 4 )S . D .FERN (8) DAVID VIBURNUM __ _ t L . ___J t I 1 t i t t 1 •;, ;: •-= �;. . ... f ! { ) BURKWOOD DAPHNE _ - -J --:—j L—'--J ____J _ - -- { 3 } MT AIRY FOTHERGILLA, BENCH"'' DAVID {1} CLOUD NINE FLOWER ING D OGWOOD (5) BRiDALVEIL ASTILBE { fi) M T AIRY FOTHERGILLA (8) MORNING LIGHT MAIDEN GRASS (!)CHANTICLEER PEAR (2) DAVID VIBURNUM _­ . 1) KOUSA DOGWOOD {18} P ACHYSANDRA _ S _..._ (5)JAPANESE' .. {3) SWORD FERN . (3) SWORD FERN',""'., 12 JAPANESE HONEYS L ( ) DAVID VIBURNUM 2x diameter x x x x ; (8) JA UCK E :., : ,r >.,: HONEYSUCKLE: (4) JAPANESE SKIMMiA v.. :' '. (17) PACHYSANDRA of rootball (1) CHANTICLEER PEAR I 1 _ (5) BURKWOOD DAPHNE 1-• ;-�^ .. ,_�` _, "� . S . � f � - : � r, /�, , � / t j •, /r /� i : , i , / (10) MIDWINTER FIRE , � . � b ' ; f ! f / i ,i .•.: .a � : NREOMTEC REDTWIG DOGWOOD : V E TREE TIES AT ONE YEAR WARRANTEE. (19) AZTEC PEARL MEXICAN ORANGE i� ,� 'f ' ,.I t j 3:, ;• ; z• 4 CHANTICLEER PEAR {) (2) CHANTICLEER PEAR (11) HETZI HOLLY (140) BRAMBLE �r� , . .. , . • ._... f DECIDUOUS TREE PLANTING DETAIL ; (I 5o) PACHYSANDRA • ri ' {) 140 PACHYwARt1aRA •:'. N.T.S. i/ 4 SWORD FERN { ) '''•� ' _.. (4) SWORD FERN :...... _ ., > a , .:. �a (17} MT VERNON LAUREL �i _.:.......:. .._...... _.. .. : ; (3) MT AIRY (3) DAVID VIBURNUM � � 19 SWORD FERN ;....._ FOTHERGILLA {9) KELSEY REDTWIG DOGWOOD : . ,.: • _,� . ..,: ..:.: (9) AZTEC PEARL MEXICAN ORANGE { } q , (4) VINE MAPLE : ;.,'..: (7) MIDWINTER FIRE REDTWIG DOGWOOD {3} VINE MAPLE :........ _ _.:. (9) HETZI HOLLY . : -,.° ::. , (4) SWORD FERN , . . f 2 JAPANESE SKIM MIA / {17) AZTEC PEARL w ` (1 ) J AN SE SK M A _ (1) CLOUD NINE FLOWERING DOGWOOD ' f LAWN ; , (5) DAVID VIBURNUM {14} JAPANESE Bt<IMMIA : MEXICAN ORANGE (11 FEMALE, 1 MALE) _ _: ?� y� P 1 MALE) {3) MT AIRY _ it r , toll, SENTRY (13 FEMALE', t_) ,'• } : ,_, , ,. (ISO) PACHYSANDRA � /, y' _, GINKO _._ .... 1, FOTHERGILLA (34) KELSEY REDTWIG . BENCH ' �•' "•'' :' »: ;� ' t DOGWOOD ♦%; :(8) DAVID VIBURNUM (7) DAVID VIBURNUM SWORD FERN (4) SWORD FERN l� /fir ; :;,�.� ., _.. (3) VINE MAPLE ...,_., fi "�- (1) KOUSA DOGWOOD . _..- �,,/ ; J'�� PLANT LIST , ✓ (5) KOREAN SPICE VIBURNUM anommumownamm ff� f` 6` PRIVACY FENCE .""." ..p.. .1".. . PROPOSED 6' PRIVACY FENCE (7) SPRING BOUQUET VIBURNUM (5) HAMELN FOUNTAIN GRRASS (3) COMPACT WINGED EUONYMUS (7 }AZTEC PEARL MEXICAN ORANGE (7) DAVID VIBURNUM (7) DAVID VIBURNUM 1 (7) AZTEC PEARL MEXICAN ORANGE (3) COMPACT WINGED EUONYMUS (4) SPRING BOUQUET VIBURNUM 1(8) HAMELN FOUNTAIN GRASS (5) HAMELN FOUNTAIN GRASS I (6) CRIMSON SPOT ROCKROSE (4) SKYLINE HONEY LOCUST (4) COMPACT WINGED EUONYMUS N LEGEND 1 SATE PLAN L1 1, 20' -0" ° PROPOSED TREES, SHRUBS, GRASSES, AND PERENNIALS R + EXISTING CONIFEROUS TREE TO REMAIN EXISTING DECIDUOUS TREE TO REMAIN PROPOSED GROUNDCOVER 'Y PROPOSED LAWN PROPOSED 4'-O"-MULCH RING CENTER ON TREE ' (3) SKYLINE HONEY LOCUST (8) SPRING BOUQUET VIBURNUM E (18) KELSEY REDTWIG DOGWOOD (5) CRIMSON SPOT ROCKROSE ! (9) HAMELN FOUNTAIN GRASS '(9) HAMELN FOUNTAIN GRASS (16) DAVID VIBURNUM (5) SKYLINE HONEY LOCUST (6) COMPACT WINGED EUONYMUS (5) CRIMSON SPOT ROCKROSE (7) SPRING BOUQUET VIBURNUM (9) HAMELN FOUNTAIN GRASS (107) BRAMBLE NOTES 1. MAKE MINOR ADJUSTMENTS IN TREE SPACING AS NECESSARY TO ACCOMMODATE THE IRRIGATION SYSTEM AS INSTALLED. PROPOSED BENCH 2. NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES IN THE LAYOUT OF WORK PRIOR TO THE EXECUTION OF THE WORK. 3. VERIFY LOCATIONS OF EXISTING UNDERGROUND UTILITIES PRIOR TO PROPOSED BOULDERS EXECUTION OF WORK. REPAIR ANY DAMAGE TO EXISTING UTILITIES, PIPES OR RELATED FACILITIES AT CONTRACTOR'S EXPENSE AND IN A MANNER APPROVED BY THE GENERAL CONTRACTOR. 4. PROTECT TRUNKS, LIMBS AND ROOT ZONES OF EXISTING TREES TO REMAIN FROM ABRASION AND COMPACTION. DO NOT CUT LIMBS OR ROOTS LARGER THAN 3" IN DIAMETER WITHOUT PRIOR APPROVAL OF LANDSCAPE ARCHITECT. 5. TREES AND SHRUBS PLANTED TOO DEEPLY WILL NOT BE ACCEPTED. SEE TREE PLANTING DETAIL. 6. EXACT PLANT SPECIES, SIZES AND LOCATION ARE CONCEPTUAL AND MIGHT CHANGE AT THE-TIME OF BUILDING PERMIT SUBMITTAL. ALL CHANGES WILL COMPLY WITH RELEVANT CODE STANDARDS AND APPROVED PLANT LiST. CONDITIONS OF APPROVAL. — FACTS & FINDINGS Condition 1: Provide a ground cover plant or seed mix found In the BES stormwater manual to replace Rubus pentatobus "bramble ", or submit certification by a landscape architect that the proposed plant will function in a similar manner as the ground cover plants listed In the BES stormwater manual. Finding: Page 2-56 of the BES menusl under subsection Vegetation, identifies the plant material listed in Appendix F.4 as suggested, thereby indicating otherplant materials may be appropriate. Rubus p, has similar size characteristics to some of the plants listed in Appendix F.4 for zone B such as Lupinus micranthus, Sedum oneganum and Hebe 'Autumn Glory. As a groundcover Rubus p. spreads through rhizomes and as such meets the requirement listed under subsection Vegetation that the entire facility area must be planted with vegetation, IRRIGATION SYSTEM IRRIGATION SYSTEM TO BE INSTALLED IN ALL LAWN & PLANT BED AREAS. IRRIGATION SYSTEM TO BE AUTOMATIC ELECTRIC SOLENOID CONTROLLED UNDERGROUND.SPRiNKLER SYSTEM WITH PVC PIPE AND FITTINGS, BACKFLOW PREVENTION DEVICE, AUTOMATIC CONTROLLER (IRRITRflL, RAINBIRD OR APPROVED), ELECTRIC REMOTE CONTROL VALVES (RAINBIRD PEB -PRS SERIES OR APPROVED), WITH POP -UP SPRAY SPRINKLERS (RAiNBiRD 1800 SAM -PRS SERIES OR APPROVED). ALL.VALVES TO BE LOCATED IN UNDERGROUND VALVE BOX (CARSON OR APPROVED). AUTOMATIC CONTROLLER TO BE LOCATED IN WEATHER PROOF LOCATION. Qty. Name Common Name ISize Comments I I � TREES I 22 Acer circinatum Vine Maple 4' -5' 3 stern min. 13 Acer rubrum 'Autumn Blaze' Autumn Blaze Red Maple 2" cal. Matched, evenly branched 14 Comus florida'Cloud Nine' Cloud Nine Flowering Dogwood 6' -7' Matched, evenly branched 2 Comus kousa Kousa Dogwood 4`-5' Matched: evenly branched 6 Ginko biloba'Princeton Sentry Princeton Sentry Ginko 2" cal. Matched, evenly branched 12 Gleditsia triacanthos 'Skyline' Skyline Honey Locust 2" cal. Matched, evenly branched 12 Pyrus calteryana'Chanticleee Chanticleer Pear 2" cal. Matched, evenly branched 3 Quercus borealis Norther Red Oak 2" cal. Matched, evenly branched SHRUBS ! 68 Choisya temata xarizonica'Aztec Pearl' Aztec Pearl Mexican Orange 5 gal. .16 Cistus ladanifer Crimson Spot Rockrose 5 gat. 4 Ceanothus 'Dark Star` Dark Star Ceanothus 5 gal. 17 Comus sanguinea'NMdwinter Fire' Mdwinter Fire Redtwig Dogwood 5 gal. 127 Comus stolonifera'Ketseyi' Kelsey Redtwig Dogwood 5 gal. 12 Daphne burkwoodii Burkwood Daphne 5 gal. 16 Euonymus alata'Compacta' Compact Winged Euonyrnus 5 gal. 27 Fothergilla major'Mount Airy Mount Airy Fothergilla 5 gat. 13 Ilex crenata 'Convexa' Convex Leaf Holly 5 gal. 34 Ilexcrenata'Hetzi' Heta Holly 5 gal. 16 Prunus laurocerasus 'Otto Luyken` Otto Luyken Laurel 5 gal. 33 Skimmia japonica Japanese Skimmia 5 gat. 31 female, 2 male 6 Thuja occidentalis 'Emerald Green' Emerald Green Arborvitae 5 gal. 16 Viburnum cadesii Korean Spice Viburnum 5 gal. 186 Viburnum davidii David Viburnum 5 gal• 31 Viburnum tinus 'Spring Bouquet? Spring Bouquet Viburnum 5 gal. PERENNIALS 5 Astilbe arendsii 'Bridal Veil' Bridal Veil Astilbe 1 gal. 17 Astilbe arendsii ' Rheinland' Rheinland Astilbe 1 gal. 14 Coreopsis verticitlata 'Moonbeam' Moonbeam Coreopsis 1 gal. 25 1 Hemerocallis'MaryTodd* MaryTodd Daylily 1 gal, 61 Ids sibirica'Bennerup Blue' Bennerup Blue Siberian iris 1 gal. 18 Lavandula angustifolia'Tuscan' Tuscan Lavender 1 gal. No Substitutions. Source: 541- 746 -7178 17 Sedum 'Autumn Joy Autumn Joy Sedum 1 gal. GRASSES j 16 Calamagrostis acutiflora'Karl Foerster Karl Foerster Feather Reed Grass 1 gal. 63 Carex buchananii Leather Leaf Sedge 1 gal. 123 Juncus patens Spreading Rush 1 gal. 8 Miscanthus sinensis 'Morning Light' Morning Light Maiden Grass 1 gal. 69 Pennise #urn alopecuroides 'Hameln' Hameln Fountain Grass 1 gal. FERNS 54 Polystichum munitum Sword Fern 2 gal. VINES 13 Lonicera japonica Japanese Honeysuckle 2 gal. GROUNDCOVER j 389 Fragada chilvensis Beach Strawberry 4" pot Plant 18" o.c. 516 Pachysandra terminalis Japanese Spurge 4" pot Plant 12" o.c. 138 Prunus laurocerasus 'Mount Vemon' Mount Vernon Laurel 1 gal. 521 Rubus pentalobus Bramble 4" pot Plant 18" o.c. ARCHITECTS & PLANNERS 1 INC 132 East Broadway Suite 200 Eugene, Oregon 97401 (541) 687 -1010 Fax (541) 687 -0625 ,► 25� tq' ARO E. SCHIRMER &I O�.i. ' �y 11 -18 -94 ri� PROJECT # 200913 DRAWN jas CHECKED ces DATE 612312011 SHEET QCOPYRIGHT 2011 by 7BG Architect & Plonners /Inc